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• <br />SEDCAD 4 for Windows <br />r:-eu k+Iona. ?nm P.-I. I Q,h-h <br />Elevation <br />Area <br />(ac) <br />Capacity <br />(ac -ft) <br />Discharge Dewater <br />Time <br />(cl's) (hrs) <br />6,645.00 <br />3.392 <br />25.999 <br />471.003 <br />6,645.50 <br />3.596 <br />27.746 <br />616.400 <br />6,646.00 <br />3.805 <br />29.596 <br />783.841 <br />6,646.50 <br />4.020 <br />31.552 <br />957.835 <br />6,647.00 <br />4.241 <br />33.617 <br />1,153.733 <br />6,647.50 <br />4.467 <br />35.794 <br />1,366.454 <br />6,648.00 <br />4.700 <br />38.085 <br />1,596.OB7 <br />6,648.50 <br />4.939 <br />40.495 <br />1,842.752 <br />6,649.00 <br />5.183 <br />43.025 <br />2,106.596 <br />6,649.50 <br />5.434 <br />45.679 <br />2,387.783 <br />6,650.00 <br />5.690 <br />48.460 <br />2,686.491 <br />Ves/gnates Mme(s) to dewaterhave been extrapolated beyond the So hour hydrograph limit. <br />Detailed Discharge Table <br />• <br />Elevation <br />(ft) <br />Emergency <br />Spillway (ds) <br />Perf. Riser (ds) <br />Floating Siphon <br />Floating <br />Combined <br />Total <br />Discharge <br />(ds) <br />6,629.88 <br />0.000 <br />01000 <br />0.000 <br />0.000 <br />6,630.00 <br />0.000 <br />1.00 >0.000 <br />0.000 <br />0.000 <br />6,630.50 <br />0.000 <br />0.074 <br />1.168* <br />1.243 <br />6 <br />0.000 <br />1.00 >0.105 <br />1.222* <br />1.327 <br />6 <br />0.000 <br />0.203 <br />1.274* <br />1.477 <br />6,632.00 <br />0.000 <br />0.254 <br />1.324 <br />1.578 <br />6,632.50 <br />0.000 <br />0.295 <br />1.372 <br />1.667 <br />6,633.00 <br />0.000 <br />0.331 <br />1.419 <br />1.750 <br />6,633.50 <br />0.000 <br />0.363 <br />1.465 <br />1.827 <br />6,634.00 <br />0.000 <br />0.392 <br />1.509 <br />1.901 <br />6,634.50 <br />0.000 <br />0.419 <br />1.552 <br />1.971 <br />6,635.00 <br />0.000 <br />0.445 <br />1.593 <br />2.038 <br />6,635.50 <br />0.000 <br />0.469 <br />1.634 <br />2.103 <br />6,636.00 <br />0.000 <br />0.492 <br />1.674 <br />2.166 <br />6,636.50 <br />0.000 <br />0.514 <br />1.713 <br />2.227 <br />6,637.00 <br />0.000 <br />0.535 <br />1.752 <br />2.287 <br />6,637.50 <br />0.000 <br />0.555 <br />1.789 <br />2.344 <br />6,638.00 <br />01000 <br />2.00 >0.575 <br />1.826 <br />2.401 <br />6,638.50 <br />0.000 <br />0.891 <br />1.862 <br />2.753 <br />6,639.00 <br />0.000 <br />2.00 >1.032 <br />1.897 <br />2.930 <br />6,639.50 <br />0.000 <br />1.442 <br />1.932 <br />3.374 <br />6,640.00 <br />0.000 <br />1.662 <br />1.966 <br />3.628 <br />Filename: 100- year.Coliom_Ponds (With Rlser).sc4 <br />46 <br />Printed 01 -22 -2009 <br />Exh. 7 -23A -164 Revision Date: 12/15/10 <br />Revision No.: PR -03 <br />